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Reliability Evaluation for Prediction of Concrete Compressive Strength through Impact Resonance Method and Ultra Pulse Velocity Method

충격공진법과 초음파속도법을 통한 콘크리트 압축강도 예측의 신뢰성 평가

  • 이한결 (충남대학교 토목공학과) ;
  • 이병재 ((주)제이엔티아이엔씨 기술연구소) ;
  • 오광진 (한국시설안전공단 건설평가실) ;
  • 김윤용 (충남대학교 토목공학과)
  • Received : 2014.12.10
  • Accepted : 2015.03.03
  • Published : 2015.07.30

Abstract

Non-destructive testing (NDT) methods are widely used in the construction industry to diagnose the defects/strength of the concrete structure. However, it has been reported that the results obtained from NDT are having low reliability. In order to resolve this issue, four kinds of NDT test (ultrasonic velocity measurements by P-wave and S-wave and the impact resonance methods by longitudinal vibration and deformation vibration) were carried out on 180 concrete cylinders made with two kinds of mix proportions. The reliability of the NDT results was analyzed and compared through the measurement of the actual compressive strength of the concrete cylinders. The statistical analysis of the results was revealed that the ultrasonic velocity method by S-wave is having lowest coefficient of variation and also most capable of stable observation. Analytical equations were established to estimate the compressive strength of the concrete from the obtained NDT results by relating the actual compressive strength. Moreover the equation established by the ultrasonic velocity method by S-wave had the highest coefficient of determination. Further studies on the stability of non-destructive testing depending on various mixing conditions will be necessary in the future.

콘크리트구조물의 진단에 사용되는 비파괴실험법들은 구조물에 손상을 입히지 않고 구조물의 결함이나 강도를 추정할 수 있다는 장점이 있지만 추정값에 대한 신뢰성이 떨어진다는 문제점이 있다. 본 연구에서는 이러한 문제점을 해결하기 위해 2가지 배합으로 총 180개의 공시체를 제작하였고, P파와 S파에 의한 초음파속도 측정, 종진동과 변형진동에 의한 충격공진법 총 4가지의 비파괴실험을 실시하였다. 그리고 실제압축강도 측정을 통해 비파괴실험 결과값의 신뢰성을 비교 분석하였다. 각 비파괴실험법의 결과값에 대한 통계적 분석결과 변동계수값이 가장 낮은 실험법은 S파에 의한 초음파속도법으로 가장 안정적인 관측이 가능한 것으로 나타났다. 한편, 실제압축강도와의 관계를 통해 압축강도 4개의 압축강도 추정식을 제안하였으며 S파에 의한 초음파속도법의 결정계수값이 가장 높은 것으로 나타났다. 향후 다양한 배합조건에 따른 비파괴실험 신뢰성에 대한 보완 연구가 필요할 것으로 판단된다.

Keywords

References

  1. Park, S. B. et al. (2003), Inspection and Maintenance of Concrete, Kimoondang Publishing Company, Seoul, 21-27 (in Korean).
  2. John, T., Petro, J., and Kim, J. B. (2012), Detection of delamination in concrete using ultrasonic pulse velocity test, Construction and Building Materials, (26)1, 574-582. https://doi.org/10.1016/j.conbuildmat.2011.06.060
  3. ACI committee 228 (1998), Nondestructive test methods for evaluation of concrete in structures, Report ACI 228.2R-98, American Concrete Institute, Farmington Hills, MI, 5-7.
  4. Cho, C. H., Calculation of Aging Effects of Ultrasonic Pulse Velocity in Concrete by Non-Destructive Test, Journal of the Korea institute for Structural Maintenance Inspection, Vol. 12, No. 6, 2008, 173-179 (in Korean).
  5. Lim, S. H., Kang, H. S. (2001), Estimating Compressive Strength of High Strength Concrerte by Ultrasonic Pulse Velocity Method, Journal of the Korea institute for Structural Maintenance Inspection, (5)3, 123-130 (in Korean).
  6. Kim, M. S., Beak, D. I., and Youm, C. S. (2007), A Study on the Strength Prediction of Crushed Sand Concrete by Ultra-sonic Velocity Method, Journal of the Korea institute for Structural Maintenance Inspection, (11)4, 71-78 (in Korean).
  7. Komlos, K., Popovics, S., Nurnbergerova, T., Babal, B., and Popovics, J. S. (1996), Ultrasonic pulse velocity test of concrete properties as specified in various standards, Cement and Concrete Composites, 18(5), 357-364. https://doi.org/10.1016/0958-9465(96)00026-1
  8. Jain, A., Kathuria, A., Kumar, A., Verma, A., and Murari, K. (2013), Combined Use of Non-Destructive Tests for Assessment of Strength of Concrete in Structure, Proceeding of the 2nd International Conference on Rehabilitation and Maintenance in Civil Engineering, Procedia Engineering, 54, 241-251.
  9. Korean Agency for Technology and Standards (2014), KS F 2403 Standard test method for making and curing concrete specimens, 1-3 (in Korean).
  10. Korean Agency for Technology and Standards (2013), KS F 2437 Standard test method for dynamic modulus of elasticity, rigidity and dynamic Poisson's ratio of concrete specimens by resonance vibration, 1-5 (in Korean).
  11. Korean Agency for Technology and Standards (2008), KS F 2731 Testing method for velocity of ultrasonic pulses to conclude compressive strength of concrete, 1-8(in Korean).
  12. Korean Agency for Technology and Standards (2010), KS F 2405 Standard test method for compressive strength of concrete, 1-3 (in Korean).
  13. ACI committee 214 (2011), ACI 214R-11 Guide for Evaluation of Strength Test Results of Concrete, American Concrete Institute, Farmington Hills, MI, 16.
  14. Ang, A. H-S., Tang, W. H. (2007), Probability Concepts in Engineering Emphasis on Applications to Civil and Engineering, 2nd Edition, John Wiley and Sons, Inc., New York, 306-314.

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